Analysis of Influence Characteristics on Slope Stability of Underground Mining in Slope Outer Zone

Author:

Sun Shi Guo1,Yang Hong2,Zhang Zhan Bin1,Zhang Tian Wen2,Wang Chun Sheng3

Affiliation:

1. North China University of Technology

2. Small longtan mining bureau of Yunnan province

3. China steel Jinxin mining limited company in Chifeng city

Abstract

Under the action of surface-underground unite mining, Slope stability is related to underground mining location and mining space dimension, This paper studies the underground mining of slope outer region on slope stability influence characteristic; With the increase of mining width stability coefficient increases, when mining width reach a certain value stability coefficient tends to constant; With the increase of mining depth stability coefficient increases, when mining depth reaching a certain value stability coefficient began to decrease; this show that the underground mining has a direct effect on slope stability, its size needs a combination of their relative spatial position relation and mining geometric size to determine.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference8 articles.

1. S.G. Sun: Deformation Law of Slop Rock due to Combined Excavation of Mines (Earthquake Press, Beijing2000). (In Chinese).

2. J. Lv, S.G. Sun, Y.H. Cui, J. Liu and H. Lu: Journal of North China University of Technology, Vol, 23(2011), p.75. (In Chinese).

3. Q . Wu: Mine Water Damage Prevention and Control, (China Mining University Press, 2007). (In Chinese).

4. W.Y. Hu: Theory and Methods for Controlling Mine Water Damage (Coal Industry Press, Beijing2005). (In Chinese).

5. R.H. Chen, H.B. Bai and M.M. Feng: Journal o f Mining & Safet y Engineering, Vol, 23(2006), p.220. (In Chinese).

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